CN212129217U

CN212129217U - Soil retaining brick and large gravity type soil retaining wall built by same

Info

Publication number: CN212129217U
Application number: CN202020596697.4U
Authority: CN
Inventors: 胡皓珺
Original assignee: Jiangxi Sunway Environmental Protection Building Materials Co ltd
Current assignee: Jiangxi Sunway Environmental Protection Building Materials Co ltd
Priority date: 2020-04-17
Filing date: 2020-04-17
Publication date: 2020-12-11
Anticipated expiration: 2030-04-17

Abstract

The utility model relates to a soil retaining brick and a gravity type large soil retaining wall built by the soil retaining brick, which belong to the field of building materials, and comprise a soil retaining brick, a water inlet part, a U-shaped groove, a first accommodating groove, a second accommodating groove and a reinforcing part; an arc through groove is arranged on the water-facing part; the left end and the right end of the water receiving part are provided with buffer inclined planes, the surfaces of the buffer inclined planes are provided with trapezoidal convex parts, and inverted triangle groove parts are formed between the adjacent trapezoidal convex parts; the front side surface of the water receiving part is provided with a wave-shaped structure; the left end and the right end of the soil blocking brick are provided with semicircular notches which are positioned on the outer sides of the U-shaped grooves, and when the soil blocking bricks are horizontally laid, the adjacent semicircular notches form a third accommodating groove after being spliced. The dead weight is lighter, and intensity is higher, and fretwork position bar planting grout forms violently perpendicular muscle, and the fastness is good, has effectively reduced raw and other materials, has reduced manufacturing cost, and the construction is simple and easy swift, and the retaining wall who forms after the while shop is pasted has the outward appearance novelty, and the effect of mating formation is rich in the stereovision.

Description

Soil retaining brick and large gravity type soil retaining wall built by same

Technical Field

The utility model relates to a building material field, more specifically relates to a large-scale retaining wall of gravity type of retaining brick and piling up thereof.

Background

The gravity type retaining wall is a retaining wall which resists the lateral pressure of a soil body by the self weight of a wall body, and can use block stones, sheet stones and concrete prefabricated blocks as brickworks or adopt sheet stone concrete and concrete to perform integral pouring; the existing retaining blocks made of the grouted rubbles on the market are old in appearance, deficient in raw materials and high in construction difficulty, so that the comprehensive cost is high. Therefore, effective solutions to solve the above problems need to be proposed.

SUMMERY OF THE UTILITY MODEL

In order to overcome prior art's defect, the utility model discloses a large-scale retaining wall of gravity type of retaining brick and piling up thereof solves the existing earth block outward appearance obsolescence of building block stone of starching in the technique, and raw and other materials are deficient, and the construction degree of difficulty is also great, causes the higher problem of comprehensive cost.

To achieve the purpose, the utility model adopts the following technical proposal:

the utility model provides a soil retaining brick and a gravity type large soil retaining wall built by the soil retaining brick, which comprises the soil retaining brick;

the front and rear sides of the soil retaining brick are water receiving parts;

the left end and the right end of the soil blocking brick are provided with U-shaped grooves which are opened towards the outside, the middle part of the soil blocking brick is in a hollow shape and forms a first accommodating groove, and when the soil blocking brick is horizontally laid, the adjacent U-shaped grooves form a second accommodating groove after being spliced;

a reinforcing part formed by planting transverse and vertical ribs and grouting is arranged in the first accommodating groove;

the water-facing part is provided with symmetrically arranged arc through grooves; the left end and the right end of the water receiving part are provided with buffer inclined planes, the surfaces of the buffer inclined planes are provided with trapezoidal convex parts which are continuously and uniformly arranged, and an inverted triangle groove part is formed between every two adjacent trapezoidal convex parts;

the front side surface of the water receiving part is provided with a wave-shaped structure which is continuously and uniformly arranged;

the soil blocking brick is characterized in that the left end and the right end of the soil blocking brick are located, semicircular notches are formed in the outer sides of the U-shaped grooves, and when the soil blocking brick is horizontally laid, the semicircular notches are adjacent to each other to form a third accommodating groove after being spliced.

Furthermore, the first accommodating groove is a rectangular groove, and arc chamfers are arranged at corners around the rectangular groove.

Further, the area of the cavity of the second accommodating groove is equal to the area of the accommodating cavity of the first accommodating groove.

Further, the number of the arc-shaped through grooves is four, and the arc-shaped through grooves are soil filling grooves.

The utility model also provides a gravity type large retaining wall, which is built by piling retaining bricks; the lower floor needs the staggered joint to be put about retaining brick piles up, through planting violently perpendicular muscle and grout between lower floor retaining brick and the upper strata retaining brick, and the retaining brick between the same layer is through planting violently perpendicular muscle and grout, improves the intensity between the retaining brick, reduces to take place the dislocation between the retaining brick, improves the shear strength between the retaining wall.

The utility model has the advantages that:

the utility model discloses a large-scale retaining wall of gravity type of retaining brick and piling thereof, the dead weight is lighter, and intensity is higher, and fretwork position bar planting grout forms horizontal perpendicular muscle, reduces under the dead weight and does not influence this retaining brick overall structure's fastness reducing the material, the effectual raw and other materials that have reduced, has reduced manufacturing cost, and the construction is simple and easy swift, and the retaining wall that forms after paving simultaneously has the outward appearance novelty, and the effect of mating formation is rich in the stereovision.

Drawings

Fig. 1 is a schematic perspective view of a retaining block and a large gravity retaining wall built by the retaining block according to an embodiment of the present invention;

fig. 2 is a schematic paving diagram of a retaining brick and a large gravity retaining wall built by the retaining brick according to an embodiment of the present invention;

fig. 3 is a schematic front view of a large gravity retaining wall constructed by stacking retaining blocks according to an embodiment of the present invention;

fig. 4 is an enlarged schematic structural diagram of a point a according to an embodiment of the present invention.

In the figure:

1. soil blocking bricks; 2. a water receiving part; 3. a U-shaped groove; 4. a first accommodating groove; 5. a second accommodating groove; 6. a reinforcing portion; 7. an arc-shaped through groove; 8. a buffer bevel; 81. a trapezoidal boss; 82. an inverted triangular groove part; 9. a wave-shaped structure; 10. a semicircular notch; 11. a third accommodating groove.

Detailed Description

Make the technical problem that the utility model solved, the technical scheme of adoption and the technological effect who reaches clearer, it is right to combine the figure below the embodiment of the utility model provides a technical scheme does further detailed description.

As shown in fig. 1 to 4, the retaining block and the large gravity retaining wall built by the same provided in the present embodiment include a retaining block 1; the front and the rear sides of the soil retaining brick 1 are provided with water-facing parts 2; the left end and the right end of the soil blocking brick 1 are provided with U-shaped grooves 3 which are opened towards the outside, the middle part of the soil blocking brick 1 is in a hollow shape and forms a first accommodating groove 4, and when the soil blocking brick 1 is horizontally laid, the adjacent U-shaped grooves 3 form a second accommodating groove 5 after being spliced; a reinforcing part 6 formed by planting transverse and vertical ribs and grouting is arranged in the first accommodating groove 4; arc through grooves 7 are symmetrically arranged on the water inlet part 2; the left end and the right end of the water receiving part 2 are provided with buffer inclined planes 8, the surfaces of the buffer inclined planes 8 are provided with trapezoidal convex parts 81 which are continuously and uniformly arranged, and inverted triangular groove parts 82 are formed between the adjacent trapezoidal convex parts 81; the front side surface of the water receiving part 2 is provided with a wave-shaped structure 9 which is continuously and uniformly arranged; the left end and the right end of the soil blocking brick 1 are provided with semicircular notches 10 on the outer sides of the U-shaped grooves 3, and when the soil blocking brick 1 is horizontally laid, the adjacent semicircular notches 10 form third accommodating grooves 11 after being spliced.

The above embodiment is specifically implemented by that the front and the back sides of the retaining block 1 are provided with the water receiving parts 2; the left end and the right end of the soil blocking brick 1 are provided with U-shaped grooves 3 which are opened towards the outside, the middle part of the soil blocking brick 1 is in a hollow shape and forms a first accommodating groove 4, and when the soil blocking brick 1 is horizontally laid, the adjacent U-shaped grooves 3 form a second accommodating groove 5 after being spliced; the reinforcing parts 6 formed by planting transverse and vertical ribs and grouting are arranged in the first accommodating grooves 4, so that the use of raw materials is reduced, the reinforcing parts 6 formed by planting transverse and vertical ribs and grouting are hollow through self weight, the stability of the interior of the soil retaining brick 1 is good, the reinforcing parts 6 formed by planting transverse and vertical ribs and grouting are also planted in the third accommodating grooves 11, so that the overall stability of the retaining wall is good, the retaining wall is not easy to loosen even if external force is damaged, and the safety of the retaining wall is ensured; in addition, arc through grooves 7 are symmetrically arranged on the water inlet part 2; the left end and the right end of the water receiving part 2 are provided with buffer inclined planes 8, the surfaces of the buffer inclined planes 8 are provided with trapezoidal convex parts 81 which are continuously and uniformly arranged, and inverted triangular groove parts 82 are formed between the adjacent trapezoidal convex parts 81; the front side surface of the water receiving part 2 is provided with a wave-shaped structure 9 which is continuously and uniformly arranged; due to the design, when water flows through the water receiving part 2, the speed of the water flow is slowly reduced through the trapezoid protruding part 81, the inverted triangle groove part 82 and the wave-shaped structure 9, the pressure is reduced, the service life of the soil retaining brick is prolonged, and the flow direction of the water flow can be controlled through the design of the buffering inclined plane 8; and finally, the left end and the right end of the soil retaining brick 1 and the outer side of the U-shaped groove 3 are provided with semicircular notches 10, when the soil retaining brick 1 is horizontally laid, the adjacent semicircular notches 10 form a third accommodating groove 11 after being spliced, filling holes and small holes are adopted, the weight of a single brick body is reduced, materials are saved, broken stones or soil are filled in the filling holes, and the stability of the soil retaining wall is improved.

Therefore, the large-scale retaining wall of gravity type of retaining brick and piling up thereof in this embodiment, the dead weight is lighter, and intensity is higher, and fretwork position bar planting grout forms horizontal perpendicular muscle, reduces under the dead weight and does not influence this retaining brick overall structure's fastness reducing the material, the effectual raw and other materials that have reduced, has reduced manufacturing cost, and the construction is simple and easy swift, and the retaining wall that forms after the while is laid and is pasted has the outward appearance novelty, and the effect of mating formation is rich in the stereovision.

It should be added that the front and back of the soil retaining block 1 can be flat and non-smooth to increase the friction between the blocks and prevent the blocks from sliding off.

In this embodiment, the first receiving groove 4 is a rectangular groove, and the corners around the rectangular groove are provided with arc chamfers.

In this embodiment, the cavity area of the second receiving groove 5 is equal to the cavity area of the first receiving groove 4. When laying, ensure size uniformity and homogeneity, the retaining wall who forms of laying has the symmetry more, and is more pleasing to the eye.

In this embodiment, the number of the arc through grooves 7 is four, and the arc through grooves 7 are soil filling grooves. The rubble banket can be filled in arc leads to groove 7 in the laying process, and arc leads to groove 7 and is similar to heart-shaped arc structure for it is more pleasing to the eye to keep off the soil brick, and the rubble granule is filled and is led to homogeneity and the closely knit nature of rubble banket in arc leads to groove 7 as long as can the mutual contact, plays good fixed action.

While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes may be made and equivalents may be substituted for elements thereof without departing from the spirit and scope of the invention. The present invention is not to be limited by the specific embodiments disclosed herein, and other embodiments that fall within the scope of the claims of the present application are intended to be within the scope of the present invention.

Claims

1. A soil retaining block characterized in that:

comprises a soil blocking brick (1);

the front and rear sides of the soil retaining brick (1) are water receiving parts (2);

the left end and the right end of the soil blocking brick (1) are provided with U-shaped grooves (3) which are opened towards the outside, the middle part of the soil blocking brick (1) is in a hollow shape and forms a first accommodating groove (4), and when the soil blocking brick (1) is horizontally laid, the adjacent U-shaped grooves (3) form a second accommodating groove (5) after being spliced;

a reinforcing part (6) formed by planting transverse and vertical ribs and grouting is arranged in the first accommodating groove (4);

arc-shaped through grooves (7) which are symmetrically arranged are formed in the water inlet part (2); the left end and the right end of the water receiving part (2) are provided with buffer inclined planes (8), the surfaces of the buffer inclined planes (8) are provided with trapezoidal convex parts (81) which are continuously and uniformly arranged, and inverted triangle groove parts (82) are formed between the adjacent trapezoidal convex parts (81);

the front side surface of the water receiving part (2) is provided with a wave-shaped structure (9) which is continuously and uniformly arranged;

the soil blocking brick is characterized in that the left end and the right end of the soil blocking brick (1) are positioned on the outer side of the U-shaped groove (3) and are provided with semicircular notches (10), and when the soil blocking brick (1) is horizontally laid, the semicircular notches (10) are adjacent to each other to form a third accommodating groove (11) after being spliced.

2. A soil retaining block as claimed in claim 1, wherein:

the first accommodating groove (4) is a rectangular groove, and arc chamfers are arranged at corners around the rectangular groove.

3. A soil retaining block as claimed in claim 1, wherein:

the area of the cavity of the second accommodating groove (5) is equal to the area of the accommodating cavity of the first accommodating groove (4).

4. A soil retaining block as claimed in claim 1, wherein:

the number of the arc-shaped through grooves (7) is four, and the arc-shaped through grooves (7) are soil filling grooves.

5. The utility model provides a large-scale retaining wall of gravity type which characterized in that:

comprising a retaining block according to any one of claims 1 to 4, the heavy and large retaining wall being built up from stacks of retaining blocks.